Ground Safety Negative

You have solved a 5-storey building. You put a continuous foundation with a thickness of 50 cm and a width of 50 cm. Of course, that wasn't enough either. With a width of 80 cm, your problem is largely solved. Also beware of problems with geometry control. For example, there are pieces of beams left on all floors. Also check some foundation joist connections. eg: tk202-203-204-205.. You don't have a ladder. no ladder loads. Balcony loads are wrong, etc. It's easy.
 
I cannot say that this carrier system is very good. Frames are not connected. (s1, s6, s12,s19) Many columns are not connected to another column in the other direction. (s3, s7, s10) I would like to state that I did not find the design of the K3 beam particularly correct at all. I do not think that such a large beam will stand in a healthy way only in the form of a cantilever column. (even without earthquake). Good work..
 
Although I strongly agree with what Nedim brother said, I would like to say a few things. 1) Aligning the P19 curtain with the TK248 will be beneficial for the system. 2) If you throw the TK52 beam from column to column instead of this way, it will be useful to define a tie beam if there is a wall there. 3) I recommend that you connect the cantilever floors with a butt beam by removing the cantilever beam from the column. In the systems that are not suitable for this, you can make arrangements by talking to your architect. Best regards
 
"oguzekinci":2f9duf2h" said:
Friends, I am getting errors on all grounds. I would appreciate your help.
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Hello, The following are the findings and suggestions for data entry in your project; *It is recommended to model the basement perimeter curtains as shells. *TK204- 205 foundations are not connected to the S9 column *Foundation piece remains under the S2 column *TK 229 and TK206 foundations do not connect to the S17 column *There is no joint of the panel at the point where TK21 connects to P70 *TK248 continuous foundation is not drawn under P19. *Generally It is appropriate to connect the continuous foundations entered under the panel from the joint point of the panels. *Short beam piece remains at the intersection of the K6-K35 beams. It gives a warning in the geometry control. *It is recommended to mark the superstructure interactive solution line in the Analysis Settings. (Required for C and D group floors in TDY 2007) .) *If the soil group is A, B or C, the "Soil safety stress is set to 5% in case of using earthquake loads" in Analysis Settings in the stress control. "Increase by 0" option can be checked. (TDY 2007 6.3.2.1) *It is recommended to tick the "superstructure interactive solution" line in Analysis Settings. (TDY 2007 is required for C and D group floors.) * By adding the basement floor to the ground floor height, the ground floor and the basement floor can be defined as a single floor.
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Good work
 
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